Strength enhancements induced during cold forming of stainless steel sections

Journal of Constructional Steel Research

Volumn 64, Issue 11, 2008, Pages 1310-1316

  Cruise, Rachel B ^a   Gardner, Leroy ^b  

^a University of Bath   (United Kingdom)

^b IMPERIAL COLLEGE LONDON   (United Kingdom)

Author keywords

Cold formed sections; Residual stresses; Stainless steel; Strain hardening; Strength enhancement

Indexed keywords

ARCHITECTURAL DESIGN; COLD WORKING; COMPOSITE STRUCTURES; FORMING; IMAGE SEGMENTATION; INERT GAS WELDING; RECONSTRUCTION (STRUCTURAL); RESIDUAL STRESSES; STAINLESS STEEL; STEEL; STEEL CORROSION; STEEL METALLURGY; STRENGTH OF MATERIALS; STRESS CONCENTRATION; STRUCTURAL DESIGN;

BOX SECTIONS; COLD FORMING; COLD-FORMED; COLD-FORMED SECTIONS; CROSS SECTIONING; MATE RIAL PROPERTIES; MATERIAL STRENGTHS; MEMBER RESISTANCE; PREDICTIVE TOOLS; RESEARCH PROGRAMS; RESIDUAL STRESS DISTRIBUTIONS; STAINLESS STEEL SECTIONS; STAINLESS STEELS; STRAIN HARDENING; STRAIN PATHS; STRENGTH ENHANCEMENT; STRESS PATTERNS; TWO TYPES; YIELD STRENGTHS;

METAL WORKING;

EID: 50849084125     PISSN: 0143974X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.jcsr.2008.04.014     Document Type: Article

References (24)

1. Cruise R.B., and Gardner L. Measurement and prediction of geometrical imperfections in stainless steel members. Structural Engineering and Mechanics 24 1 (2006) 63-89
2. Cruise R.B., and Gardner L. Residual stress analysis of structural stainless steel sections. Journal of Constructional Steel Research 64 3 (2008) 352-366
3. EN 10002-1. Metallic materials - Tensile testing, Part 1: Method of test at ambient temperature. European Standard, CEN. 1990
4. Cruise RB. The influence of production routes on the behaviour of stainless steel structural members. Ph.D. thesis. UK: Department of Civil and Environmental Engineering, Imperial College London; 2007
5. EN 10204. Metallic products - Types of inspection documents. European Standard, CEN. 2004
6. EN 1993-1-4. Eurocode 3: Design of steel structures - Part 1.4: General rules. Supplementary rules for stainless steels. European standard, CEN. 2006
7. EN 10088-2. Stainless steels - Part 2: Technical delivery conditions for sheet/plate and strip of corrosion resisting steel for general purposes. European Standard, CEN. 2005
8. Coetzee JS, van den Berg GJ, van der Merwe P. The effect of work hardening and residual stresses due to cold-work of forming on the strength of cold-formed stainless steel lipped channels. In: Proc. of the 10th int. specialty conf. on cold-formed steel structures, 1990, p. 143-62
9. Gardner L., and Nethercot D.A. Experiments on stainless steel hollow sections - Part 1: Material and cross-sectional behaviour. Journal of Constructional Steel Research 60 9 (2004) 1291-1318
10. Gardner L., Talja A., and Baddoo N.R. Structural design of high-strength austenitic stainless steel. Thin-walled structures 44 5 (2006) 517-528
11. Hyttinen V. Design of cold-formed stainless steel SHS beam-columns. Report 41. Finland: Laboratory of Structural Engineering, University of Oulu; 1994
12. Talja A, Salmi P. Design of stainless steel RHS beams, columns and beam-columns. Research note: 1619. Finland: VTT Building Technology; 1995
13. Rasmussen K.J.R., and Hancock G.J. Design of cold-formed stainless steel tubular members, I: Columns. Journal of Structural Engineering, ASCE 119 8 (1993) 2349-2367
14. Uppfeldt B., Ala-Outinen T., and Veljkovic M. A design model for stainless steel box columns in fire. Journal of Constructional Steel Research 64 11 (2008) 1294-1301
15. Karren K.W. Corner properties of cold-formed steel shapes. Journal of the Structural Division, ASCE 93 ST1 (1967) 401-432
16. Van den Berg GJ, van der Merwe P. Prediction of corner mechanical properties for stainless steels due to cold forming. In: Proc. of the 11th int. speciality conf. on cold-formed steel structures. 1992. p. 571-86
17. Ashraf M., Gardner L., and Nethercot D.A. Strength of the corner regions of stainless steel cross sections. Journal of Constructional Steel Research 61 1 (2005) 37-52
18. Lecce M, Rasmussen KJR. Experimental investigation of distortional buckling of cold-formed stainless steel sections. In: Proc. of the 17th int. specialty conf. on cold-formed steel structures. 2004
19. Tabor D. The hardness of metals (1951), Oxford University Press, UK
20. Kuwamura H. Local buckling of thin-walled stainless steel members. Steel Structures 3 (2003) 191-201
21. Gardner L., and Nethercot D.A. Experiments on stainless steel hollow sections - Part 2: Member behaviour of columns and beams. Journal of Constructional Steel Research 6 9 (2004) 1319-1332
22. Rasmussen K.J.R., and Hancock G.J. Design of cold-formed stainless steel tubular members, II: Beams. Journal of Structural Engineering, ASCE 119 8 (1993) 2368-2386
23. Gardner L., and Nethercot D.A. Numerical modelling of stainless steel structural components - a consistent approach. Journal of Structural Engineering, ASCE 130 10 (2004) 1586-1601
24. Ellobody E., and Young B. Structural performance of cold-formed high strength stainless steel columns. Journal of Constructional Steel Research 61 12 (2005) 1631-1649